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Theory of Structures

Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

4
2
3
1

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

2L
L/2
L
L

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Theory of Structures
Flat spiral springs

All of these
Consist of uniform thin strips
Are wound by applying a torque
Consist of uniform thin strips

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

three parallel bars
Three bars
Three bars intersecting at a point
Two bars

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Theory of Structures
The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

3
2
1
1.5

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Theory of Structures
A three hinged arch is generally hinged at its supports and

At the crown
None of these
Anywhere in the rib
At one quarter span

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